Revit Project worked on during my tenure at Silman - the now completed Millstein Center

1. 1 2 2.1 3 4 5 6 7 7.3 8 98.9 10 11
A
A.2
A.8
B
C
D
E
8.57.7
B.3
8.4
F
HSS10x4x3/8
W18x35
W21x55
W21x55
W21x50 W18x35
W21x55
W21x55
W21x55
W21x55
W21x44W24x62W21x44W21x44W21x44W21x44W21x44W21x44
W21x44W21x44W18x35
W18x35
W21x55
W21x55
W21x55
W21x55
W21x55
W21x55
W18x35
W21x55
W18x35
W16x26
W16x26
W18x35
W21x44
W18x35
W21x44
W18x35
W24x55W24x55
W21x44
W21x44
W16x26
W24x55
W18x35
W12x19
W24x55 W18x35
W24x94
W16x26
W16x26
W21x55
W21x55
W21x55
W18x35
W18x35
W18x35
W18x35
W16x26
W14x22
W18x35
W18x35
W18x35
W18x35
W16x26
W21x55
W21x44
W21x44
W12x19
W18x35
W18x35
W18x40
W18x35
W21x44W21x44
W21x44
W21x44
W21x44
W21x44
W16x26
W16x26
W21x57
W21x57
W18x40
W18x35
W18x35
W21x57
6.8 8.7
C.2
W18x35
18' - 0" 10' - 0" 15' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 0" 5' - 0" 6' - 0" 12' - 0" 3' - 3" 7' - 9" 2' - 3" 11' - 1" 6' - 2" 1' - 6" 20' - 0" 18' - 9"
30'-0"13'-0"9'-11"3'-1"22'-8"2'-1"1'-8"16'-6"12'-0"
W21x44
W24x68 (LOW) W21x55 (LOW)W21x62 (LOW)
<13'-81/8">
<13'-91/4">
W12x19
HSS10x4x3/8
W24x55
W12x19
W12x19
2W40X397
6.3
W21x57
5.5 5.5 5.5 5.5 5.5 5.5 5.5
STAIR C
STAIR E
STAIR B
HSS10x4x3/8
HSS10x4x3/8
HSS10x4x3/8
W14x22
W12x19W12x19
W18x35
1
S-300
4
S-300
5
S-300
14' - 0 1/4"
14' - 4"
11' - 4"
12' - 3"
15' - 4"
15' - 6"
15' - 0"
7.8 8.6
4" CONCRETE
PAD UNDER
AHU-1-POD-1
(8200 LBS)
4" CONCRETE
PAD UNDER
AHU-1-POD-1
(8200 LBS)
EXISTING 8"
CONCRETE SLAB
OVER ALTSCHUL
HALL RAMP
5.5 5.5 5.5
WP
WP
WP
WP
WP
WP
WP
<11'-71/2">
<11'-6">
<11'-45/8">
<11'-9">
W16x26
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
WT6x9.5
0" 0" 0" 0" 0" 0" 0" 0" 0" 0" 0 "
0" 0"0" 0 "
WT2x6.5
0"
CONCRETE CURB, SEE ARCH. FOR
DIMENSIONS, SEE TYPICAL DETAIL
FOR REINFORCING
CANT. AT
LOW
BEAM
ONLY
KNEE WALL
REQUIRED BETWEEN
HIGH AND LOW SLAB
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
<14'-53/4">
< 14' - 5 3/4" > < 14' - 5 3/4" > < 14' - 5 3/4" >
< 14' - 5 3/4" >
< 14' - 5 3/4" > < 14' - 5 3/4" > < 14' - 5 3/4" > < 14' - 5 3/4" >
<14'-93/4">
PLANTERS ATOP FIRST
FLOOR STRUCTURE IN THIS
ZONE; SEE LANDSCAPE
DRAWINGS FOR DETAILS
W21x57
W21x57
<11'-31/8">
< 17' - 3" >
<11'-15/8">
<11'-01/8">
W21x44W21x44W21x44
W21x55
WT6x9.5
0"
<14'-53/4">
COLUMN UP OR DOWN ONLY. SEE
TYPICAL DETAILS FOR STIFFENER
REQUIREMENTS AT COLUMN
TRANSFER.
LEGEND
MOMENT CONNECTION. DESIGN
CONNECTION FOR FULL PLASTIC
MOMENT CAPACITY OF BEAM
U.O.N. THUS: M= (UNITS: ft-kips)
STEP IN STRUCTURAL SLAB STEP
REQUIRES ADDITIONAL ANGLE FOR
LOW DECK SUPPORT. SEE S-203
FOR TYPICAL DETAIL
NOTES
1. TOP OF SLAB ELEVATION NOTED THUS: EL. X'-X" .
2. TOP OF STEEL ELEVATION SHALL BE -6 1/4" BELOW TOP
OF SLAB ELEVATION U.O.N. THUS: < > INDICATING
ABSOLUTE ELEVATION.
3. TRANSFER BEAMS SUPPORTING COLUMNS TO HAVE
SAME FIRE RATING AS COLUMNS.
4. ALL BEAMS TO BE EQUALLY SPACED, TYP. U.O.N.
5. CONTRACTOR SHALL TAKE DEFLECTIOIN UNDER WET
WEIGHT OF CONCRETE LOAD INTO ACCOUNT WHEN
DETERMINING CONCRETE QUANTITIES DURING BID.
6. ASSUME 3/4" DIA. x 5 1/2" HEADED SHEAR STUDS @ 12"
O.C. THROUGHOUT, U.O.N.
7. FOR PRICING PURPOSES, ASSUME (25) 18"x12" BEAM
PENETRATIONS WITH 1/4" x4" PLATE REINFORCING, TOP
AND BOTTOM, BOTH SIDES.
3 1/4" LIGHTWEIGHT CONCRETE
SLAB ON 3" 18-GAGE COMPOSITE
METAL DECK (MIN. 40KSI)
REINFORCED WITH 6x6-W2.1xW2.1
WWF. TOTAL SLAB THICKNESS IS 6
1/4". DOUBLE-SPAN DECK
ASSUMED FOR BEAM SPACING
LONGER THAN 12', OTHERWISE
SHORING REQUIRED.
STEEL BEAM
BRACED FRAME OR TRUSS. SEE
ELEVATIONS ON S-120 THRU S-122
EMBED PLATE CONNECTION.
SEE TYPICAL DETAIL FOR
SCHEDULE
WIDE-FLANGE STEEL COLUMN
CANTILEVERED BEAM: SIZE TO
MATCH BACK SPAN U.O.N.
CANT.
SLOPING BEAM
WP
2 1/2" NORMAL WEIGHT
CONCRETE SLAB ON 3" 18-GAGE
COMPOSITE METAL DECK (MIN.
40KSI) REINFORCED WITH 6x6-
W2.1xW2.1 WWF. TOTAL SLAB
THICKNESS IS 5 1/2". DOUBLE-
SPAN DECK ASSUMED FOR BEAM
SPACING LONGER THAN 14',
OTHERWISE SHORING REQUIRED.
5.5
HSS STEEL COLUMN / POST
ZONE OF RAISED SLAB. SEE S-202
FOR DETAILS AND ARCH. FOR
EXTENTS AND ELEVATIONS
ZONE OF CONCRETE FILL ATOP
STRUCTURAL SLAB. SEE ARCH.
FOR EXTENTS AND ELEVATIONS
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DRAWING TITLE
DRAWING NUMBER
COST ESTIMATING
AECOM
125 Broad Street, New York, NY 10004
Barnard College
3009 Broadway
New York, NY 10027
STRUCTURAL ENGINEER
Silman
32 Old Slip, 10th Floor, New York, NY 10005
MEPF ENGINEER
WSP
512 Seventh Avenue, New York, NY 10018
LIGHTING
Brandston Partnership Inc.
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New York, NY 10001
CODE CONSULTING
Code Consultants Professional
Engineers, PC
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Quennell Rothschild & Partners
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SOM's Sustainable Engineering Studio
2001 K Street NW, Suite 200
Washington, DC 20006
FACADE MAINTENANCE
SIGNAGE CONSULTANT
CLAREMONT AVE
BROADWAY
W.116THST
W.120THST
N
PROJECT
CIVIL ENGINEER
Langan Engineering
360 West 31st Street, 8th Floor
New York, NY 10001
Silman #15912
LEVEL 01 FIRST
FLOOR FRAMING PLAN
Barnard College
New Building
40 Claremont Avenue
New York,NY 10027
S-101 .00
1/8" = 1'-0"S-101
1 FIRST FLOOR FRAMING PLAN
20 OCTOBER 2014 ISSUED FOR SCHEMATIC DESIGN
27 APRIL 2015 ISSUED FOR DESIGN DEVELOPMENT